Attachment 3 Specifications.pdf

LTD

A/e services to replace the sewer system and create ADA pedestrian ramp at

Arnona

Contract No.1910S40-22-c-0009

Booklet 1

Final Submission

April, 10th, 2023 Warning :This document is the property of the U.S. Government.

Further reproduction and for distribution is prohibited without the express written permission of :American Embassy .18 AGRON Road –

Jerusalem. Information on this document is not to be altered except with the written approval of this individual whose seal appears hereon.

DixonLJ Permitting OBO_STAMO

DixonLJ Typewritten Text 5/9/2023

DixonLJ Typewritten Text 23-0113

A/e services to replace the sewer system and create ADA pedestrian ramp at Arnona

Booklet

List of contents:

Section pages

Section 1: Facility Sanitary Sewerage 1-4

Section 2: Sanitary Waste Piping 5-8

Section 3: Wavin sewage system 9-21

Section 4: Manholes – product Guide 22-57

Section 5: Meribiv PVC sewer 58-60

Section 6: Sikalastic 320 NS 61-65

Section 7: Retaining wall & staircase calculations 66-85

Section 8: Base coarse specifications 86-87

Section 9: All purpose primer for exterior steel paint 88-96

Section 1 :

Facility Sanitary Sewerage pages: 3

FACILITY SANITARY SEWERAGE

PART 1 GENERAL

Works of this Section shall be governed by Conditions of Contract and its requirements.

1.1 Site Drainage

1.1.1 The Site Drainage shall consist of site sanitary drainage complete with piping, manholes, submersible pumps, keep and all ancillaries as deemed necessary and as shown on the Drawings.

1.2 Reference Standard

1.2.1 All work under this section shall conform to the requirements of the National Plumbing

Code Handbook and Uniform Plumbing Code, unless otherwise specified hereinafter.

1.3 Codes and Standards

1.3.1 Codes and standards applicable to this section shall be primarily United States Codes, unless otherwise specified, the performance/manufacturing standards of items mentioned in this section shall confirm to the applicable portions of the latest editions of the following codes, standards and regulations.

Reference Code Abbreviation

National Plumbing Code

NPC

Uniform Plumbing Code

UPC

PART 2 EXECUTION

2.1 External Drainage Installation Requirements

2.1.1 Connections to manholes shall be watertight after installation.

2.1.2 All piping shall conform accurately to the lines and grades shown on the Drawings.

2.1.3 Any connections for existing systems shall be made with a minimum amount of disturbance to the existing lines.

2.1.4 Any existing pipe lines or structures which are damaged while making connections shall be replaced or reconstructed to the satisfaction of the Engineer without cost to the Employer.

2.1.5 All piping shall be examined for defects. Any defective piece discovered after installation and test shall be removed and replaced by the Contractor at no expense to the Employer.

2.1.6 System shall be inspected and joints approved before any backfilling is placed over pipes.

2.1.7 All pipe and fittings shall be kept clean until final acceptance of work. The exposed ends of all in-completed lines shall be closed with wooden plugs adequately secured at all times when pipe laying is not actually in progress.

2.1.8 All piping shall be installed on a good foundation and adequate means taken to prevent settlement.

2.1.9 Precautions shall be taken to protect incomplete work from flooding due to storms or other causes. All pipe lines or structures not stable against uplift during construction shall be thoroughly braced or otherwise protected.

2.3 Manholes Installation Requirements

2.3.1 Manholes shall have the minimum inside dimensions shown on the Drawings.

2.3.2 Manhole floor shall be of reinforced concrete and inverts stream lined with cement and mortar into a semi-circular path with sanitary turns and have their corners filled and sloped towards the water path to prevent any settlements of solids as detailed on the Drawings.

2.3.3 Concrete foundation Matts for manholes shall be constructed in accordance with details as shown on the Drawings.

2.3.4 All pipes or castings to be embedded in the manhole walls shall be accurately set, and if so required, headers shall be laid round the casting so embedded.

2.3.5 All work must be carried out in a manner to ensure watertight work, and any leaks shall be caulked, repaired, or the entire work shall be removed and rebuilt. Attention is particularly called to the necessity of keeping the water level below all parts of the foundation and walls until the cement has obtained adequate setting.

2.4 Frames, Covers & Gratings

2.4.1 The Contractor shall furnish and set level and to the proper grade, frame and cover or frame and grating of the form and dimensions shown on the Drawings. The concrete masonry shall be neatly and accurately brought to the dimensions of the base of the frame. The frames shall be thoroughly embedded in mortar.

2.4.2 All castings for frames, covers, and gratings shall be of tough grey iron. All castings shall be made accurately to dimensions and shall be machined to provide even bearing surfaces. Covers and gratings must fit the frames in any position and if found to rattle under traffic, shall be replaced. Filling to obtain tight covers will not be permitted. No plugging, burning-in or filling will be allowed. All castings shall be carefully coated inside and out with coal tar-based material complying with the requirements specified. Coating surfaces shall be clean, dry and free from rust before applying the coatings.

2.4.3 Covers of manholes located inside buildings shall be of double seal and those located outside shall be of single seal.

2.5 Excavation and Backfilling for Pipe Laying

2.5.1 The laying of pipe underground will require trimming and grading of trench bottoms for pipes and will require backfilling with approved materials and tamping around all pipes to center line of pipes as the pipe laying progresses to provide protection and stability for the piping. Pipe laying work shall be conducted so that trenching operations are not advanced too far ahead of pipe laying operations resulting in excessive lengths of open trenches.

2.5.2 The pipe shall not be laid in water or when the trench or weather conditions are unsuitable for such work.

2.5.3 The Contractor shall trim the bottom of all trenches to receive pipes and shall provide grade finish by hand methods. The bottoms of all trenches shall be rounded so that, in so far as practical at least one-third of the circumference of the pipe will rest firmly on 200

mm. of undisturbed sand at proper line and grade. Bell holes, where required, shall be dug to ensure pipe resting for its entire length upon the bottom of the trench. Trenches shall not be excavated below grade by machine.

2.5.4 After pipes have been tested and approved, trenches shall be backfilled with approved materials carefully deposited in layers not to exceed 150 mm. in thickness on both sides, and thoroughly and carefully tamped. Backfilling and tamping in layers of 150 mm. shall be continued until a depth of 300 mm. has been placed over the pipe. Backfill around the pipes to a depth of 150 mm. shall be clean sand. No backfill shall be placed in a manner such as to cause injury to the pipe. Where pipe crossings occur, the lower pipe shall be laid first and the backfill thoroughly compacted to the level of laying the higher pipe.

Backfill materials under such conditions shall be earth, approved gravel or concrete as directed.

2.5.5 Care should be taken to provide adequate cover before using power compactors or heavy rollers.

2.5.6. All pipes running under roads and all pipes with a cover of less than one meter, should be protected by laying concrete or precast concrete slab over the bedding.

2.6 Drainage Testing

2.6.1 If an inspection of the completed sewer or any part thereof shows any structures, pipes or joints which are defective, the defective work shall be replaced or repaired immediately and to the satisfaction of the Engineer.

2.6.2 The Contractor shall perform, at his own expense, any tests or inspections required by local authorities. The Engineer shall witness the tests.

2.6.3 All joints shall be inspected and an inspection of the line as a whole shall show pipes to be true to line and grade with full circles visible at all manholes.

Section 2 :

Sanitary Waste Piping pages: 3

Main Works Contract Mechanical Specifications

Sanitary Waste and Vent Piping

SANITARY WASTE AND VENT PIPING

PART 1 GENERAL

Works of this Section shall be governed by Conditions of Contract and it’s requirements.

1.1 Introduction

1.1.1 Works of this Section shall be governed by Conditions of Contract and requirements.

1.1.2 This section describes basic materials and requirements for Pipework services installations for building.

1.2 Storage of UPVC Pipes

1.2.1 UPVC pipe and fittings shall be stored under cover at all times. Sun light shall not be permitted to come into contact with the PVC materials at any time, except during installation in trench. The pipes shall be stored on flat level ground free from large or sharp edged stones or objects, and shall be stacked to a maximum height of 1.5 m. (or as recommended by the manufacturer) with sockets at alternate ends, and in such a manner as to prevent sagging or bending.

1.3 Pipe Identification

1.3.1 All pipes shall be indelibly marked at intervals of not greater than 3m. The marking shall show the manufacturer's identification, the standard name and number, and the nominal size and class. Adhesive labels alone shall not suffice.

1.4 Codes and Standards

1.4.1 Codes and standards applicable to this section shall be primarily United States Codes, unless otherwise specified, the performance/manufacturing standards of items mentioned in this section shall confirm to the applicable portions of the latest editions of the following codes, standards and regulations.

Main Works Contract Mechanical Specifications

Reference Code Abbreviation Applicable

Standard

Title of Standard

American Society for Testing and Materials

ASTM ASTM D1785 Specification for poly (vinyl chloride) (PVC) plastic pipe, schedules 40, 80, and 120.

American Standard Association

ASA ASA 40.1 -

ASA B16.22 -

ASA B1618 -

ASA B9.1 -

ASA B35.5 -

American National Standards Institute

ANSI ANSI B18.2.2

ANSI B31.1

ANSI A21,10,11 -

PART 2 PRODUCTS

2.1 UPVC Pipes

2.1.1 Polyvinyl chloride pipes (PVC) shall be of the un-plasticized rigid type and of high density and complete homogeneity material.

2.1.2 UPVC Pipes - shall comply with specifications for pipes, fittings and the system.

2.1.3 UPVC Pipes - shall be used in the field of non-pressure under ground drainage and sewerage:

2.1.4 Outside the building structure (marked “U”) and

2.1.5 Both buried in ground within the building structure and outside the building (marked “D”).

PART 3 EXECUTION

3.1 Special Requirement for PVC Pipe Installation

3.1.1 Before installation, the pipe shall be inspected for defects. Defective, damaged or unsound pipe will be rejected. Deflections from a straight line or grade, between the center lines extended, of any 2 connecting pipes made necessary by vertical curves or horizontal curves or offsets, shall not exceed 12500/D mm. per linear meter of pipe, where D represents the nominal internal diameter of the pipe expressed in millimeters. If the alignment requires deflections in excess of these limitations, special bends or a sufficient number of shorter lengths of pipe shall be furnished to provide angular deflections within

Main Works Contract Mechanical Specifications the limit set forth. Except where necessary in making connections with other lines, pipe shall be laid with the bells facing in the direction of laying.

3.1.2 Pipes in trenches-Place each length of pipe with a uniformly distributed bearing for the bottom 0.3 of the pipe on the sand fill in the trench. Excavate recesses to accommodate pipe bells, sleeves, glands or other fittings. Take up and re-lay any pipe that has the grade or joint disturbed after laying. Clean the interior of the pipe of all foreign material before lowering into the trench, and keep clean during laying operations by means of plugs or other acceptable methods.

3.2 General Requirements for Piping Installation

3.2.1 Make all changes in direction of piping with standard fittings.

3.2.2 Pipe bending shall not be resorted to except in extreme cases and only after the written approval of the Engineer.

3.2.3 Installation of pipes shall be complete with all cutting, patching and making good of walls, slabs, partitions, etc., due to fixing, supporting and anchoring of pipes.

3.2.4 Pipes and fittings shall both be manufactured according to one single standard unit of measurement in metric.

3.3 Cleaning of Piping Systems

3.3.1 Plug all opening ends of piping except when actual work is being performed to minimize accumulation of dirt and debris.

3.3.2 Prior to the performance of tests, flush out all piping that is to receive a hydrostatic test with clean water.

3.4 Material Tests and Identification

3.4.1 In addition to the tests required for specific piping systems, the manufacturer shall test all materials as specified prior to delivery.

3.4.2 Check all materials for defects. Identify all materials with factory applied permanent stampings or markings designating their conformance to specified requirements.

3.5 Testing

3.5.1 Drainage and Sewer Pipes

3.5.1.1 Drains and sewers should generally be subjected to an internal pressure test of 1.2 m head of water above the crown of the pipe at the high end but not more than 6 m at the low end Inspection and tests should be made during the installation and as the work proceeds, to ensure the pipework is properly secured and clear of obstructing debris and superfluous matter.

Section 3 :

Wavin sewage system

Pages: 12

Waste water drainage

TECHNICAL MANUAL

Wavin Drainage and Sewer systems for non-pressure underground drainage and sewer applications

2 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Contents

1. Scope Page 4

2. Pipe & fittings – Product ranges Page 5

2.1. Wavin KG Page 6

2.2. Wavin X-Stream Page 14

3. Chambers & manholes – Product ranges Page 24

3.1. Wavin IC range Page 25

3.1.1. Wavin IC 315 Page 26

3.1.2. Wavin IC 400 Page 28

3.1.3. Wavin IC 450 Page 30

3.2. Wavin Tegra range Page 33

3.2.1. Wavin Tegra 425 Page 34

3.2.2. Wavin Tegra 600 Page 40

3.2.3. Wavin Tegra 1000 NG Page 48

4. Design information & technical data Page 55

4.1 Pipe & fittings Page 55

4.1.1. General Page 55

4.1.2. Hydraulic performance Page 55

4.1.3. Structural performance Page 57

4.1.4. Chemical resistance Page 58

4.2. Chambers & manholes Page 59

4.2.1. General Page 59

4.2.2. Base units Page 59

4.2.3. Shafts Page 59

4.2.4. Manhole steps / ladders Page 60

4.2.5. Top constructions Page 60

5. Transport, handling & storage Page 61

5.1. General Page 61

5.2. Transport Page 61

5.3. Handling Page 61

5.4. Storage Page 62

5.5 Handling and storage inspection chambers & manholes Page 62

3 Drainage and Sewer systems Technical Manual

6. Installation of pipe & fittings Page 63

6.1. Safety Page 63

6.2. Trench configuration Page 63

6.3. Pipe laying Page 64

6.4. Jointing Page 65

6.4.1. Wavin KG Page 65

6.4.2. Wavin X-Stream Page 66

6.5. Backfilling & compaction Page 67

6.6. Fittings Page 68

6.7. Connection to rigid structures Page 69

7. Installation of chambers & manholes Page 71

7.1. Wavin IC range Page 71

7.1.1. Wavin IC 315 Page 71

7.1.2. Wavin IC 400 Page 72

7.1.3. Wavin IC 450 Page 72

7.2. Wavin Tegra range Page 74

7.2.1. Wavin Tegra 425 Page 74

7.2.2. Wavin Tegra 600 Page 76

7.2.3. Wavin Tegra 1000 NG Page 78

7.3. Shaft inlets Page 80

7.4. Backdrop configurations Page 81

8. Inspection & testing Page 82

8.1. Tightness testing with water Page 82

8.2. Tightness testing with air Page 82

9. Standards & certificates Page 84

9.1. Standards related to sewers Page 84

9.2. Certificates Page 85

Annex 1 – Ladder assembly in Wavin Tegra 1000 NG Page 86

Annex 2 – Top construction to Wavin Tegra chambers & manholes Page 88

4 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Wavin is the leading supplier of plastic pipe systems in

Europe and has over 55 years of experience in the deve-lopment and production of innovative pipe and chamber systems for durable sewer structures. The comprehensive product range comprises gravity pipes, pressure pipes, fittings, inspection chambers and manholes that can be perfectly combined. Wavin sewer systems have enjoyed high demand for decades. In total, over 2 million Wavin chambers and manholes have been installed to date.

This Technical Manual gives information on the use of Wavin sewer pipe systems, for buried applications, intended for:

non-pressure drainage & sewerage non-pressure industrial effluent discharge

It provides information and guidance on:

product ranges and characteristics quality assurance pipeline design handling & installation applicable international standards.

1. Scope

5 Drainage and Sewer systems Technical Manual

For the manufacture of pipes and fittings, raw material is supplied in the form of small uniform granules.

The material is processed as a melt. This melt processing involves applying heat to the material, forcing it through a die or into a mould and stabilising the dimensions of the compo-nent by controlled cooling.

Pipes are produced by continuous extrusion, consisting of feeding the material into a heated barrel which incorporates a rotating screw. The rotation of the screw transports the granules along the barrel of the extruder, compacting and plasticising the material to form a homogeneous melt. The melt is then forced through a die, with a central mandrel which controls the nominal outside diameter and wall thickness of the pipe.

On leaving the die, the still pliable pipe is taken through a calibration and cooling stage where its final dimensions are formed and fixed.

Downline from the extruder is the multi-track haul-off unit, plus the marking, cutting and socketing equipment necessary to complete the final product.

Wavin stands for products that are safe and reliable in the long term. In order to guarantee top quality, the entire range is subject to continuous internal and external monitoring. The

Wavin quality management is certified in accordance with

ISO 9001:2000 and ISO 14001:2004. Wavin products have a service life up to 100 years.

Wavin offers a comprehensive range of sewer pipe systems, all manufactured from thermoplastics materials: Wavin KG made from PVC-U and Wavin X-Stream made from PP.

The traditional jointing method in sewer construction is the push-fit connection. The easy push-fit rubber ring jointing system is durable, corrosion free and light weight. The diame-ter varies from 110 to 800 mm.

2. Pipe & fittings Product ranges

Figure 1: Pipe extrusion.

6 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Table 1: Standards & Certificates Wavin KG.

Relevant Selection of product standards certificates

EN 1401 -1, -2, -3 Benor

EN 13476 -1, -2 BSI

DiBT

KIWA

Wavin KG

2.1. Wavin KG

The Wavin KG sewer pipes and fittings are suitable for drain and underground sewer applications. This easy push-fit rubber ring jointing system is durable, corrosion free and light weight.

The orange/brown coloured Wavin KG pipes and fittings for underground drainage and sewerage are available in a range of 110, 125, 160, 200, 250, 315, 400, 500 mm OD. The smal-lest sizes from these ranges are also used for in-house soil, waste and vent applications. An extensive range is available to complete the system. The pipes have a stiffness SN 4 with a multi-layer wall configuration. Pipes with stiffness SN 8 are aivailable on request.

The system is produced in accordance with EN 1401 / EN

13476 and in compliance with the respective ISO standards.

7 Drainage and Sewer systems Technical Manual

Wavin KG Product range

Wavin KG multi-layer pipe (KG-EM) SN4, Effective length = 5 m

Dimensions Article code

OD 110 mm 18929000

OD 125 mm 56928000

OD 160 mm 56952000

OD 200 mm 03014576

OD 250 mm 03079554

OD 315 mm 03079589

OD 400 mm 03079619

OD 500 mm 03079643

Wavin KG Branch (KG-EA)

Dimensions Degree Article code

OD 110/110 mm 45º 03065847

OD 110/110 mm 87º 03065855

OD 125/110 mm 45º 03065863

OD 125/110 mm 87º 03065871

OD 125/125 mm 45º 03065880

OD 125/125 mm 87º 03065898

OD 160/110 mm 45º 03065901

OD 160/110 mm 87º 03065910

OD 160/125 mm 45º 03065928

OD 160/125 mm 87º 03065936

OD 160/160 mm 45º 03065944

OD 160/160 mm 87º 03065952

OD 200/110 mm 45º 03065960

OD 200/110 mm 87º 03065979

OD 200/125 mm 45º 03065987

OD 200/125 mm 87º 03065995

OD 200/160 mm 45º 03066002

OD 200/160 mm 87º 03066010

OD 200/200 mm 45º 03066029

OD 200/200 mm 87º 03066037

OD 250/110 mm 45º 03066045

OD 250/110 mm 87º 03066053

OD 250/125 mm 45º 03066061

OD 250/125 mm 87º 03066070

OD 250/160 mm 45º 03066088

OD 250/160 mm 87º 03066096

8 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Wavin KG Branch (KG-EA) (continued)

Dimensions Degree Article code

OD 250/200 mm 45º 03066100

OD 250/200 mm 87º 03066118

OD 250/250 mm 45º 03066126

OD 250/250 mm 87º 03066134

OD 315/110 mm 45º 03066142

OD 315/110 mm* 87º 03066150

OD 315/125 mm 45º 03066169

OD 315/125 mm 87º 3012675

OD 315/160 mm 45º 03066185

OD 315/160 mm* 87º 03066193

OD 315/200 mm* 45º 03066207

OD 315/200 mm* 87º 03066215

OD 315/250 mm* 45º 03066223

OD 315/250 mm* 87º 03066231

OD 315/315 mm* 45º 03066240

OD 315/315 mm* 87º 03066258

OD 400/110 mm* 45º 03066266

OD 400/110 mm* 87º 03066274

OD 400/125 mm* 45º 03066282

OD 400/160 mm* 45º 03066304

OD 400/160 mm* 87º 03066312

OD 400/200 mm* 45º 03066320

OD 400/200 mm* 87º 03066339

OD 400/250 mm* 45º 03066347

OD 400/250 mm* 87º 03066355

OD 400/315 mm* 45º 03066363

OD 400/315 mm* 87º 03066371

OD 400/400 mm* 45º 03066380

OD 400/400 mm* 87º 03066398

OD 500/160 mm* 45º 03066428

OD 500/160 mm* 87º 03066436

OD 500/200 mm* 45º 03066444

OD 500/250 mm* 45º 03066460

OD 500/250 mm* 87º 03066479

OD 500/315 mm* 45º 03066487

OD 500/315 mm* 87º 03066495

OD 500/400 mm* 45º 03066509

OD 500/400 mm* 87º 03066517

OD 500/500 mm* 45º 03066525

OD 500/500 mm* 87º 03066533

* fabricated

9 Drainage and Sewer systems Technical Manual

Wavin KG Bend (KG-B)

Dimensions Degree Article code

OD 110 mm 15º 03065480

OD 110 mm 30º 03065499

OD 110 mm 45º 03065502

OD 110 mm 67º 03065510

OD 110 mm 87º 03065529

OD 125 mm 15º 03065545

OD 125 mm 30º 03065553

OD 125 mm 45º 03065537

OD 125 mm 67º 03065561

OD 125 mm 87º 03065570

OD 160 mm 15º 03065588

OD 160 mm 30º 03065596

OD 160 mm 45º 03065600

OD 160 mm 67º 03065618

OD 160 mm 87º 03065626

OD 200 mm 15º 03065634

OD 200 mm 30º 3012622

OD 200 mm 45º 03065650

OD 200 mm 67º 03065669

OD 200 mm 87º 03065677

OD 250 mm 15º 03065685

OD 250 mm 30º 03065693

OD 250 mm 45º 03065707

OD 250 mm 87º 03065715

OD 315 mm 15º 03065723

OD 315 mm 30º 3012631

OD 315 mm 45º 03065740

OD 315 mm 87º 03065758

OD 400 mm* 15º 03065766

OD 400 mm* 30º 03065774

OD 400 mm* 45º 03065782

OD 400 mm* 87º 03065790

OD 500 mm* 15º 03065804

OD 500 mm* 30º 03065812

OD 500 mm* 45º 03065820

OD 500 mm* 87º 03065839

10 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Wavin KG Single Socket (KG-AM)

Dimensions Article code

OD 110 mm 03071170

OD 160 mm 03071189

Wavin KG Coupler (KG-MM)

Dimensions Article code

OD 110 mm 03066622

OD 125 mm 03066630

OD 160 mm 03066649

OD 200 mm 03066657

OD 250 mm* 03066665

OD 315 mm* 03066673

OD 400 mm* 03066681

OD 500 mm* 03066690

Wavin KG Repair Coupler (KG-U)

Dimensions Article code

OD 110 mm 03066541

OD 125 mm 03066550

OD 160 mm 03066568

OD 200 mm 03066576

OD 250 mm* 03066584

OD 315 mm* 03066593

OD 400 mm* 03066606

OD 500 mm* 03066614

* fabricated

11 Drainage and Sewer systems Technical Manual

Wavin KG Reducer (KG-R)

Dimensions Article code

OD 125/110 mm 03067017

OD 160/110 mm 03067025

OD 160/125 mm 03067033

OD 200/160 mm 03067041

OD 250/200 mm* 03067050

OD 315/250 mm* 03067068

OD 400/315 mm* 03067076

OD 500/400 mm** 03067084

Wavin KG Socket Plug (KG-M)

Dimensions Article code

OD 110 mm 03066703

OD 125 mm 03066711

OD 160 mm 03066720

OD 200 mm 03066738

OD 250 mm 03069001

OD 315 mm 03069028

OD 400 mm 03069052

OD 500 mm* 03066770

Wavin KG End Cap (KG-K)

Dimensions Article code

OD 110 mm 03066789

OD 125 mm 03066797

OD 160 mm 03066800

OD 200 mm 03066819

OD 250 mm 03068935

OD 315 mm 03068951

OD 400 mm 03068986

OD 500 mm* 03066851

* fabricated

** fabricated and only centric

* fabricated

12 Drainage and Sewer systems Technical Manual Phone. +31(0)38 42 94 951

Wavin KG Adaptor for Clay Pipe Spigot (KG-US)

Dimensions Article code

OD 110 mm 34606000

OD 125 mm 34614000

OD 160 mm 34622000

OD 200 mm* 34630000

Wavin KG Adaptor for Clay Pipe Socket (KG-USM)

Dimensions Article code

OD 110 mm 31631000

OD 125 mm 31968000

OD 160 mm 32859000

OD 200 mm* 33863000

Wavin KG Adaptor for Cast Iron Spigot (KG-UG)

Dimensions Article code

OD 110 mm 26581000

OD 125 mm 26590000

OD 160 mm 26603000

OD 200 mm 3009503

Wavin KG Lip Sealing Ring

Dimensions Article code

OD 110 mm 24597000

OD 125 mm 24600000

OD 160 mm 3000177

OD 200 mm 4025477

OD 250 mm 24635000

OD 315 mm 24651000

OD 400 mm 24660000

OD 500 mm 31160000

* fabricated

Section 4 :

Manholes – product Guide

Pages: 35

Manholes

PRODUCT GUIDE & TECHNICAL REFERENCE MANUAL

Providing the right solutions.

shawprecastsolutions.com

RE

V

IS

ED

D Ec

Em bE

R

, 2

2 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info concREtE mAnHolES Shaw Precast Solutions produces circular, precast, concrete manholes in diameters 1050mmØ through 3600mmØ.

Precast, concrete manholes are most frequently used for pipeline and sewer entry and are easy to install and low in cost.

Shaw Precast Solutions follows various standards and specifications in the production of precast, concrete manhole units. These standards and specifications are listed in the "Specifications" section.

Typical precast, concrete manhole configurations consist of a precast base or tee base, intermediate rings, flat top cover or eccentric cone top section, grade rings and cast iron frame and cover. Large diameter manholes or rectangular manholes can be precast upon request.

How to READ SHAw pREcASt SolutIonS mAnHolE SHop DRAwInGS To manufacture a manhole for a specific project, certain information is required to develop shop drawings which are used by our production and shipping staff to manufacture and deliver the appropriate pieces which make up the manhole.

Information which is necessary to develop a shop drawing normally comes from a set of engineering drawings containing a plan and profile of the sewer line. The minimum amount of information to determine required manhole layout:

• Finished Grade Elevation (or top of concrete cover if manhole extends above grade)

• Size and type of pipe entering the manhole (nominal diameter and pipe material)

• All pipe inverts (elevation at inside bottom of the pipe taken at the manhole wall)

• Angles between piping (measured clockwise from the outlet pipe which is taken as 0º)

• Size of manhole (nominal inside diameter)

Additional information which should be provided would include:

• Sump depth (if required)

• Base configuration (with or without benching, with or without bottom slab)

• Opening type (water tight rubber gasket, smooth or rough cut hole, doghouse opening.)

• Gasket type for joints / confined rubber o-ring, “Ram-Nek” butyl rubber strip, no gasket

• Special allowances for grade adjustment

• Type of access hatch or cover to be used (cast iron frame and cover, aluminum access hatch, etc.)

• Size and location of access opening in concrete cover

• Special items to be cast into manhole sections (lifting davits, access frames, tie downs)

Once this information has been received, a standard shop drawing form is filled out for each manhole in the project.

First, the total height of the manhole (laid height) is determined, by calculating the difference in elevation between the top of concrete cover and the lowest pipe invert (or bottom of sump). The top of concrete cover elevation is typically set as 300mm below finished grade, to provide an allowance for final grade adjustment once the manhole has been installed.

Next, the pipe angles, size and type are determined and laid out. Angles and pipe inverts are checked to ensure sufficient clearance between adjacent pipes. All angles are measured clockwise from the outlet opening which is taken to be 0 degrees. For a manhole with two or more inlet pipes, the angle for each pipe relative to the outlet is determined.

Next, the distance to the center of each pipe opening is determined ( + to CL). All distances are measured from the outside bottom of the manhole section in which the opening is located. Typically all openings are in the base section, unless there is a large change in elevation between pipes. If this is the case, the height of the base section, and intermediate sections will be adjusted to ensure that there is sufficient clearance between the opening and the manhole joints.

Finally, the manhole sections are selected and listed, giving the laid height of each piece and any special requirements for each section. Opening types are listed for each pipe, and any special instructions are noted.

Unless otherwise specified, shop drawings are sent to the contractor for review and approval by the project engineer.

Any revisions required by the engineer or contractor are made, then the final approved shop drawings are issued to our production staff for fabrication.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info 3 26

IS

ED

D Ec

Em bE

R

, 2

4 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info mAnHolE DIAmEtER SElEctIon GuIDE 1050mm DIAmEtER mAnHolES

525mmØ

125°

525mmØ Alok #850

Alok #850

110°

450mmØ

450mmØ Alok #740

Alok #740

90°

375mmØ

375mmØ Alok #640

Alok #640

1200mm DIAmEtER mAnHolES

115°

600mmØ

600mmØ Alok #970

Alok #970

450mmØ

450mmØ

90°

Alok #740

Alok #740

525mmØ

525mmØ

110°

Alok #850

Alok #850

1500mm DIAmEtER mAnHolES

900mmØ

135° Alok #1470

900mmØ Alok #1470

110°

750mmØ

750mmØ

Alok #1200

Alok #1200

90°

600mmØ

600mmØ

Alok #970

Alok #970

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info 5 mAnHolE DIAmEtER SElEctIon GuIDE 1800mm DIAmEtER mAnHolES

90 °

750mmØ

750mmØ

Alok #1200

Alok #1200

900mmØ

110°

900mmØ

Alok #1470

Alok #1470 1050mmØ

1050mmØ

115°

Alok #1640

Alok #1640

2100mm DIAmEtER mAnHolES

90 °

900mmØ

900mmØ

Alok #1470

Alok #1470

110 °

1050mmØ

1050mmØ

Alok #1640

Alok #1640 1200mmØ

1200mmØ Alok #1860

Alok #1860

115 °

2400mm DIAmEtER mAnHolES

110°

1370mmØ

1370mmØ

Alok #2040

Alok #2040 1500mmØ Alok #2300

135°

Alok #2300 1500mmØ

110°

1200mmØ

1200mmØ

Alok #1860

Alok #1860

Alok #1640 1050mmØ

90 °

Alok #1640 1050mmØ

IS

ED

D Ec

Em bE

R

, 2

6 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info mAnHolE DIAmEtER SElEctIon GuIDE 3000mm DIAmEtER mAnHolES

Alok #2300 1500mmØ

115°

1500mmØ Alok #2300

Alok #1860 1200mmØ

90°

Alok #1860 1200mmØ

110°

1370mmØ

1370mmØ

Alok #2040

Alok #2040

3600mm DIAmEtER mAnHolES

Alok #2300 1500mmØ

115°

1500mmØ Alok #2300

Alok #1860 1200mmØ

90°

Alok #1860 1200mmØ

110°

1370mmØ

1370mmØ

Alok #2040

Alok #2040

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info 7

StAnDARD pIpE connEctIonS

A-loK GASKEt connEctIon to

C L

StAnDARD HolE w/GRoutED connEctIon Grout

Non-Shrink to

C L

Pipe O.D. + 50mm Min.

DoGHouSE opEnInG w/ GRoutED connEctIon to

C L

Cast-in-Place Base Slab

Pipe O.D.

+ 50mm Min. Existing pipe

Non Shrink Grout

150mm Min.

H ei gh t

IS

ED

D Ec

Em bE

R

, 2

8 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info typIcAl mono bASE Wall, bottom, and benching cast as a single unit. Mono Bases are designed to provide cost efficiencies in standard sanitary sewer applications. Where possible, designers should specify mono bases.

Inside Diameter: 1067mm wall thickness: 114mm Drop across manhole: 38mm

Available with in-wall A-LOK gasket connection only.

Manufactured for the following nominal pipe sizes:

• 200mm PVC SDR 35

• 250mm PVC SDR 35 base Section: APB 500 Mono laid Height (mm): 500 weight (kg): 1370

1067mm I.D 114mm

Base Height

ABP 500 Mono

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GEnERAl Info 9 typIcAl 1050-3600mm DIAmEtER mAnHolE bASE DEtAIlS

Outlet 0 °

Inlets Available in 5° Increments - refer to Manhole Diameter Selection Guide for Pipe Size and Angle Selection

TSS Gasket Joint

Inlet Invert Elevation As SpecifiedElevation

Height

Outlet Invert

Laid In wall A-LOK Gasket Connection2/3 High Benching or As Specified

Base Height

Varies Varies

IS

ED

D Ec

Em bE

R

, 2

10 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GRADE ADJuStmEnt RInGS

GRADE ADJuStmEnt RInGS G SERIES 685mm ID/913mm oD

685mm

DIAMETER

G 300 (206 kg)

G 150 (103 kg)

114mm

Concrete Cover

G 75 (52 kg)

H SERIES 750mm ID/930mm oD (bEll & SpIGot)

DIAMETER

H 300 F (225 kg) approx.

HI 300

(225 kg) approx.

H 150 F (140 kg) approx.

H 450 F (315 kg) approx.

762 90

Grade Rings are used to adjust the top elevation of the cast iron or steel frame and cover to the finished grade of the roadway.

BUTYL SEALANT joint material or TSS Gaskets are available to provide a watertight joint between the cover and the grade ring section.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > GRADE ADJuStmEnt RInGS 11

GRADE ADJuStmEnt RInGS HR SERIES 685mm ID/1059mm oD

Diameter

HR 300

(305 kg) approx.

HR 150

(152 kg) approx.

f SERIES 900mm ID/1200mm oD

F 300 (355 kg) approx.

F 150 (178 kg) approx.

Diameter

SQGR SERIES 610mm ID/840mm oD

610mm

840mm

CPSQ75R

(67 kg) 75

SQGR 15015

SQGR 300

IS

ED

D Ec

Em bE

R

, 2

12 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1050mm typIcAl 1050mm DIAmEtER flAt top mAnHolE

G 75 G 150 G 300

Cover Type

H 300 F H 150 F

HI 300

H 450 F

AGC 175

Grade Ring

AHC 300

Cast Iron Frame and Cover as Specified

Flat Top Cover

AGC 175

AHC 300

Grade Rings - (see chart below)

Intermediate Sections

Base Section

1067mm Diameter

685mm Diameter

TSS Gasket Joint

AI 250

AI 500

AI 750

AI 1000

AI 1250

AI 2500

APB 500 Mono

APB 750

APB 1000

APB 1250

APB 1500

APB 2500

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1050mm 13 typIcAl 1050mm DIAmEtER conE top mAnHolE

Cast Iron Frame and Cover as Specified

Grade Rings

("H" Series)

AH 900 Eccentric Cone

TSS Gasket Joint

Intermediate Sections

Base Section

750mm Diameter

1050 Diameter

AI 250

AI 500

AI 750

AI 1000

AI 1250

AI 2500

APB 500 Mono

APB 750

APB 1000

APB 1250

APB 1500

APB 2500

IS

ED

D Ec

Em bE

R

, 2

14 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1050mm typIcAl pRE-bEncHED bASE

Wall and bottom cast as a single unit. Factory benching placed to suit size and location.

Also available without benching. Specify "Bottom Only".

Inside Diameter: 1067mm Wall Thickness: 114mm

Maximum Pipe Size: c/w A-LOK gasket connection - 525mm concrete

Base Section

Base Height mm

*Laid Height mm

Weight Kg

APB 750 750 mm 640 mm 1270 kg

APB 1000 1000 mm 890 mm 1520 kg

APB 1250 1250 mm 1140 mm 1770 kg

APB 1500 1500 mm 1390 mm 2020 kg

APB 2500 2500 mm 2390 mm 2796 kg

* Laid Height estimate only. Dependant on pipe size and type.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1050mm 15

1050mm DIAmEtER mAnHolE SEctIonS AnD EccEntRIc conE topS typIcAl DEtAIlS foR 1050mmØ EccEntRIc conES AnD mAnHolE SEctIonS

Intermediate Section

*Laid Height mm

Weight Kg

Base Section

*Laid Height mm

Weight Kg

AI 250 250 254 AB 500 500 493

AI 500 500 493 AB 750 750 766

AI 750 750 766 AB 1000 1000 1021

AI 1000 1000 1021 AB 1250 1250 1276

AI 1250 1250 1276

EccEntRIc conE AH 900:

Inside Diameter: 1067mm Wall Thickness: 114mm Laid Height: 900mm Weight: 1000kg bottom/IntERmEDIAtE SEctIonS:

Inside Diameter: 1067mm Wall Thickness: 114mm

Available with in-wall A-LOK gasket or rough cut hole connections. Refer to Diameter Selection detail, for pipe size criteria.

TYPICAL INTERMEDIATE

(AI) SECTION

1050mm Diameter

La id

H ei gh t

TYPICAL BOTTOM

(AB) SECTION

1050mm Diameter

La id

H ei gh t

ECCENTRIC CONE AH 900

(Uses "H" Series Grade Rings)

750mm Diameter

1050mm Diameter

0m m La id H ei gh

IS

ED

D Ec

Em bE

R

, 2

16 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1050mm

1050mm flAt top concREtE coVERS

AGC 175

Laid Height = 175mm Weight = 433kg (Uses "G" Series Grade Rings)

685mm Diameter

AGC 175 SP

Laid Height = 175mm Weight = 420kg

Diameter 750mm

AGC 450

Laid Height = 450mm Weight = 876kg

Diameter 650mm

CPC 175

Laid Height = 175mm Weight = 438kg (Uses "SQ" Series Grade Rings)

Square 610mm

AHC 300

Laid Height = 300mm Weight = 655kg (Uses "H" Series Grade Rings)

750mm Diameter

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1200mm 17 typIcAl 1200mm DIAmEtER flAt top mAnHolE

Cast Iron Frame and Cover as Specified

Flat Top Cover

EGC 175

EHC 300

Grade Rings

Intermediate Sections

EI 500

EI 750

EI 1000

EI 1250

EI 2500

Base Section

EPB 750

EPB 1000

EPB 1250

TSS Gasket Joint

EPB 1500

EPB 1750

EPB 2500

EPB 2250

EPB 2000

1200mm Diameter

IS

ED

D Ec

Em bE

R

, 2

18 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1200mm typIcAl pRE-bEncHED bASE

Wall and bottom cast as a single unit. Factory benching placed to suit pipe size and location.

Also available without benching. Specify “Bottom Only”.

Inside Diameter: 1219mm Wall Thickness: 127mm

Base Section

Base Height

*Laid Height mm

Weight Kg

EPB 750 740 mm 653 mm 1540 kg

EPB 1000 1000 mm 885 mm 1865 kg

EPB 1250 1250 mm 1140 mm 2190 kg

EPB 1500 1500 mm 1410 mm 3138 kg

EPB 1750 1750 mm 1660 mm 3514 kg

EPB 2000 2000 mm 1910 mm 3890 kg

EPB 2250 2250 mm 2160 mm 4266 kg

EPB 2500 2500 mm 2410 mm 4641 kg

* Laid Height estimate only. Dependant on pipe size and type.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1200mm 19 typIcAl DEtAIlS foR 1200mmØ mAnHolE SEctIonS AnD tRAnSItIon conE SEctIonS typIcAl IntERmEDIAtE (EI) SEctIon

La id

H ei gh t

1219mm Diameter

127mm typIcAl bottom (Eb) SEctIon

Diameter 1219mm

La id

H ei gh t 127mm

IS

ED

D Ec

Em bE

R

, 2

20 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1200mm

1200mm DIAmEtER mAnHolE SEctIonS AnD tRAnSItIon conES

BOTTOM/INTERMEDIATE SECTIONS:

Inside Diameter: 1219mm Wall Thickness: 127mm

Available with in-wall A-LOK gasket or rough cut inlet connections.

Refer to Diameter Selection Detail page for pipe size criteria.

Intermediate Section

*Laid Height mm

Weight Kg

EI 500 500 645

EI 750 750 968

EI 1000 1000 1290

EI 1250 1250 1613

EI 2500 2500 3226

Base Section

*Laid Height mm

Weight Kg

EB 500 500 645

EB 750 750 968

EB 1000 1000 1290

EB 1250 1250 1613

EB 2500 2500 3226

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1200mm 21

1200mm DIAmEtER flAt top coVERS

EGC 175

Laid Height = 175mm Weight = 672kg (Uses "G" Series Grade Rings)

685mm Diameter

EGC 175SP

Laid Height = 175mm Weight = 672kg (Uses "SP" Series Grade Rings)

750mm Diameter

EPC 175

Laid Height = 175mm Weight = 672kg (Uses "SQ" Series Grade Rings)

Square 610mm

EHC 300

Laid Height = 300mm Weight = 920kg (Uses "H" Series Grade Rings)

750mm Diameter

IS

ED

D Ec

Em bE

R

, 2

22 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm typIcAl 1500mm-3600mm DIAmEtER flAt top mAnHolE

Grade Rings

1500mm to 3600mm Dia.

Base Section

1500mm to 3600mm Dia.

Flat Top Cover

1500mm to 3600mm Dia.

Intermediate Sections

1500mm to 3600mm Dia.

Intermediate Landing Sections For Deep Bury Manholes

1500mm to 3600mm Dia.

Intermediate Sections

Cast Iron Frame and Cover as Specified

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 23 typIcAl 1500mm-3600mm DIAmEtER tRAnSItIon mAnHolE

Cast Iron Frame and Cover as Specified

Grade Rings

Alternate AGC 175 Flat Top Cover Arrangement

Intermediate Sections

AI 250

AI 500

AI 750

AI 1000

AI 1250

AI 2500

Reducing Section

1500mm to 3600mm Dia.

Base Section

Intermediate Section 1500mm to 3600mm Dia.

1050mm Dia.

Eccentric Cone

AH 900

IS

ED

D Ec

Em bE

R

, 2

24 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm typIcAl pRE-bEncHED bASE lARGE DIAmEtER mAnHolES

Manhole Size

Diameter mm

Wall Thickness (mm)

Base Section

Base Height (mm)

Weight Kg*

KPB 1000 1000 2395

KPB 1250 1250 2766

KPB 1500 1500 3139

1500mm 1524 171 KPB 1750 1750 3511

KPB 2000 2000 3883

KPB 2250 2250 4255

KPB 2500 2500 4627

LPB 1000 1000 4268

LPB 1250 1250 5018

LPB 1500 1500 5768

1800mm 1829 197 LPB 1750 1750 6518

LPB 2000 2000 7268

LPB 2250 2250 8018

LPB 2500 2500 8768

** RPB 500 500 4986

RPB 1000 1000 5684

RPB 1250 1250 6694

2100mm 2134 222 RPB 1500 1500 7704

RPB 1750 1750 8714

RPB 2000 2000 9724

RPB 2250 2250 10734

RPB 2500 2500 11744

** QPB 500 500 4941

QPB 1000 1000 7246

QPB 1250 1250 8497

2400mm 2438 248 QPB 1500 1500 9794

QPB 1750 1750 10456

QPB 2000 2000 11481

QPB 2250 2250 12506

QPB 2550 2550 14737

Walls and bottom cast as single unit. Factory benching placed to suit pipe size and location. (Some sizes may require bottom to be cast in a second pour). Base sections can be manufactured in heights ranging from 500mm to 2550mm. Refer to Diameter Selection Details for maximum pipe sizes.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 25 typIcAl pRE-bEncHED bASE lARGE DIAmEtER mAnHolES

Manhole Size

Diameter mm

Wall Thickness (mm)

Base Section

Base Height (mm)

Weight Kg*

*** TPB 300 300 7700

TPB 1000 1000 7943

3000mm 3048 305 TPB 1500 1500 11115

TPB 2000 2000 14287

TPB 2440 2440 17079

WPB300 300 14000

WPB1000 1000 26000

3600mm 3658 406 WPB1500 1500 30300

WPB2000 2000 36519

WPB2440 2440 41035

* Approximate weights based on bottom only bases (benching volume varies as per requirement, pipe size, etc).

** RPB 500 & QPB 500 Bases are "Mono" style and are fabricated c/w benching.

*** 3000mm bases are fabricated with a separate base slab. See Lift Station section for detail.

continued...

IS

ED

D Ec

Em bE

R

, 2

26 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm typIcAl DEtAIlS foR lARGE DIAmEtER IntERmEDIAtE AnD REDucInG SEctIonS

TYPICAL REDUCING

SECTION

685mm Diam.

or as Specified

Laid Height

Slab Thickness

1050mm Diameter Spigot

(203mm TYP.)

TYPICAL INTERMEDIATE

LANDING SECTION

or as Specified 685mm Diam.

Slab Thickness (203mm TYP.)

TYPICAL INTERMEDIATE

SECTION

Inside Diameter (ID) Wall Thickness

(WT)

Laid Height

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 27 typIcAl IntERmEDIAtE SEctIonS lARGE DIAmEtER mAnHolES

Intermediate sections are available with in-wall A-LOK gaskets or rough cut hole connections. Refer to the Manhole Diameter Selection details for the pipe size criteria.

1500mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 1524mm Wall Thickness: 152mm

Intermediate Section

Laid Height mm

Weight Kg

KI 500 500 964

KI 750 750 1445

KI 1000 1000 1927

KI 1250 1250 2409

KI 1500 1500 2891

KI 1750 1750 3373

KI 2000 2000 3855

KI 2250 2250 4337

KI 2500 2500 4818

1800mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 1829mm Wall Thickness: 197mm

Intermediate Section

Laid Height mm

Weight Kg

LI 500 500 1348

LI 750 750 2021

LI 1000 1000 2695

LI 1250 1250 3369

LI 1500 1500 4043

LI 1750 1750 4717

LI 2000 2000 5391

LI 2250 2250 6065

LI 2500 2500 6738

2100mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 2134mm Wall Thickness: 222mm

Intermediate Section

Laid Height mm

Weight Kg

RI 750 750 2969

RI 1000 1000 3959

RI 1250 1250 4948

RI 1500 1500 5938

RI 1750 1750 6928

RI 2000 2000 7918

RI 2250 2250 8908

RI 2500 2500 9896

2400mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 2438mm Wall Thickness: 248mm

Intermediate Section

Laid Height mm

Weight Kg

QI 750 750 3449

QI 1000 1000 4599

QI 1250 1250 5748

QI 1500 1500 6898

QI 1750 1750 8048

QI 2000 2000 9198

QI 2250 2250 10348

QI 2440 2440 11726

3000mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 3048mm Wall Thickness: 305mm

Intermediate Section

Laid Height mm

Weight Kg

TI 750 750 6400

TI 1000 1000 8500

TI 1250 1250 10600

TI 1500 1500 12800

TI 1750 1750 14900

TI 2000 2000 17100

TI 2250 2250 19200

TI 2440 2440 20500

3600mm DIA. INTERMEDIATE SECTIONS Inside Diameter: 3658 Wall Thickness: 406

Intermediate Section

Laid Height mm

Weight Kg

WI 1000 1000 12000

WI 1500 1500 16300

WI 2000 2000 22519

WI 2440 2440 27035

IS

ED

D Ec

Em bE

R

, 2

28 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm lARGE DIAmEtER flAt top coVERS lARGE DIAmEtER mAnHolES

(K,L,R,Q) GC 200

TGC 300

Cover Thickness

Diameter 685mm

(K,L,R,Q) GC 200 TRANSITIONAL COVER

TGC 300

760mm

1050Ø or 1200Ø Spigot

Diameter

Cover Thickness

(K,L,R,Q) PC 200

TPC 300

610mm Square

Cover Thickness

(K,L,R,Q,T)

HC 300

760mm Diameter

Cover Thickness

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 29 typIcAl flAt top coVERS lARGE DIAmEtER mAnHolES

Flat top covers are also available as intermediate landing or reducing sections. All covers produced with the standard access opening as shown. Other configurations available upon request.

1500mm DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

KGC 200 200 1314

KHC 300 300 1644

KPC 200 200 2000

1800mm DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

LGC 200 200 1860

LHC 300 300 2325

LPC 200 200 2900

2100mm DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

RGC 200 200 2359

RHC 300 300 2949

RPC 200 200 3700

2400 DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

QGC 200 200 3403

QHC 300 300 4254

QPC 200 200 5250

3000mm DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

TGC 300 300 7700

THC 300 300 7600

TPC 300 300 7700

3600mm DIAMETER

Flat Top Cover

Cover Thickness mm

Weight Kg

WGC 300 300 14000

WHC 300 300 14000

WPC 300 300 14000

IS

ED

D Ec

Em bE

R

, 2

30 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm typIcAl "tEE"-bASE mAnHolE typIcAl mAnHolE SEctIon

Cast Iron Frame and Cover as Specified

Grade Rings

AH 900

Eccentric Cone

Arrangement Alternate Flat Top Cover

TSS Gasket Base Section

1050mm or 1200mm Dia.

Intermediate Sections

180°tEE bASE confIGuRAtIon

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 31 typIcAl "tEE" bASE DEtAIlS lonGItuDInAl SEctIon

Laid Length (Pipe) P ip e

D ia m et er

La id

H ei gh t

(M an ho le

Direction of Flow tRAnSVERSE SEctIon

685mm Dia.

Access Hole (or as specified)

Spigot for 1050mm or 1200mm Dia. Shafting

260mm

La id

H ei gh t

P ip e D ia m et er

IS

ED

D Ec

Em bE

R

, 2

32 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm typIcAl 'tEE'-bASE SEctIon Tee’-Base sections are normally used to provide access to large diameter pipe lines. Generally, slopes are minimal and they have only an inlet and outlet of the same size although smaller inlets may be incorporated in the structure.

They are available in sizes ranging from 600mm to 2400mm diameter concrete pipe. Spigots for 1050mm or 1200mm diameter shafting are cast integral with the base section.

Due to the diverse applications in which they may be utilized, please contact Shaw Precast Solutions for specific information pertaining to your project.

‘Tee’-Base Pipe Diameter (mm)

Laid Height mm

600 965

750 1130

900 1315

1050 1460

1200 1625

1500 1955

1800 2305

2100 2635

2400 2965

Weights of ‘Tee’-Base Units are available on request.

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 33

1050-3600mm DIAmEtER typIcAl IntERnAl DRop mAnHolE

StAnDARD mAnHolE DEtAIlS

Cast Iron Frame and Cover as Specified

Grade Rings

Flat Top Cover

Intermediate Drop

Top Section

Intermediate Drop

Top Section

Base Section

Drop Channel

/ Internal Wall

IS

ED

D Ec

Em bE

R

, 2

34 SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm

1050-3600mm DIAmEtER DRop mAnHolE SEctIon DEtAIlS StAnDARD DRop cHAnnEl mAnHolE

TYPICAL PLAN

375mm Diameter

Inlet Opening

Drop Channel (Standard Size Shown)

TYPICAL INTERMEDIATE

INTERNAL DROP TOP SECTION Inlet Opening

51mm

0m m M in

Diameter to Suit Varies

La id

H ei gh t

375mm

Drop Channel (Standard Size Shown)

Diameter

TYPICAL INTERMEDIATE

INTERNAL DROP SECTION

VariesDiameter to Suit

La id

H ei gh t

51mm

(Standard Size Shown) Drop Channel

375mm Diameter

SHAw pREcASt SolutIonS | mAnHolES & cAtcHbASInS > 1500mm-3600mm 35

1050-3000mm DIAmEtER DRop mAnHolE SEctIon DEtAIlS StAnDARD IntERnAl wAll mAnHolE

TYPICAL PLAN 1000mm Min.

Inlet Opening

In-wall A-Lok Gasket Connection

Internal Wall (Standard Size Shown)

TYPICAL INTERMEDIATE

INTERNAL WALL TOP SECTION Inlet Opening

To S ui t

Diameter to Suit Varies

La id

H ei gh t

In-wall A-Lok Gasket Connection

1000mm Min.

Internal Wall (Standard Size Shown)

TYPICAL INTERMEDIATE

INTERNAL WALL SECTION

VariesDiameter to Suit

(Standard Size Shown) Internal Wall

1000mm Min.

La id

H ei gh

Section 5 :

Meribiv PVC sewer

Pages: 2

050909 Page 1 of 2

Plassim Infrastructures Ltd Kibbutz Merchavia, 19100, ISRAEL Tel: 972 4 659 8511 Fax: 972 4 659 2584 Email: infrastructure@plassim.co.il Web: www.plassim.co.il

MERIBIV PVC-U SEWER PIPES – DATA SHEET

Applications

For buried sewers, drains and soil, waste and venting applications inside buildings.

Characteristics

• Smooth internal surface preventing build up of deposits

• Excellent chemical resistance

• Excellent corrosion resistance

• Excellent abrasion resistance compared to concrete and steel

• Immunity to biological attack

• High rigidity with high resistance to fracture

• Hazen Williams coefficient: C=150

• Light weight for easy handling and installation

• Easily joined with integral bell sockets – no specialised equipment necessary

• Easy connection to concrete and plastic manholes

• A wide range of fittings and accessories available

• For working pressures up to 0.5 bar (4 bar capability in case of blockage)

Standards

Plassim’s PVC-U gravity sewer pipes are manufactured according to the following standards:

• Meribiv standard: Israeli Standard 884, EN 1401and ISO 4435.

• Meribiv foam core: Israeli Standard 21138-2, EN 13476 and ISO21138-2

050909 Page 2 of 2

PVC-U SEWER PIPES

Specification

• Material: Specific gravity 1.4 g/cm³

Tensile strength 50 N/mm²

Modulus of elasticity 3000 N/mm²

Thermal conductivity 0.15 W/m ºC

Specific heat 0.23 kcal/kg ºC

Coefficient of linear thermal expansion 0.08 mm/m ºC

• Colour: Orange (RAL 8023)

• Length: Standard 3 and 4 meter lengths.

(Other lengths available on application).

• Joints: Integral bell sockets with rubber seals according to EN681.

• Ring Stiffness: 4kN/m² or 8kN/m² for heavy duty applications

• Wall thickness:

Meribiv foam core Structured wall UPVC pipes for underground drainage and sewerage

Meribiv standard UPVC pipes for underground drainage and sewerage

SN4

(mm)

SN8

(mm)

SN4

(mm)

SN8

(mm)

Nominal Diameter

3.0 + 0.5 3.4 + 0.6 3.2 + 0.6 3.2 + 0.8 110

4.2 + 0.8 4.9 + 0.7 4.0 + 0.6 4.7 + 0.7 160

5.1 + 0.5 6.2 + 0.9 4.9 + 0.7 5.9 + 0.8 200

6.3 + 0.6 7.7 + 1.0 6.2 + 0.9 7.3 + 1.0 250

7.9 + 0.8 9.7 + 1.2 7.7 + 1.0 9.2 + 1.2 315

- 10.9 + 1.3 8.7 + 1.1 10.4 + 1.3 355

- 12.3 + 1.4 9.8 + 1.2 11.7 + 1.4 400

- 13.8 + 1.6 - 13.2 + 1.6 450

- 15.3 + 1.8 - 14.6 + 1.7 500

- - - 18.4 + 2.1 630

Section 6 :

Sikalastic 320 NS

Pages: 4

Product Data Sheet Sikalastic®-320 NS January 2022, Version 01.08 020915255000000005

PRODUCT DATA SHEET

Sikalastic®-320 NS

SINGLE COMPONENT, NON-SAG, BITUMEN MODIFIED WATERPROOFING MEMBRANE

PRODUCT DESCRIPTION

Sikalastic®-320 NS is a single component, Non-Sag, liquid applied, bitumen modified, coal tar free, moisture cured polyurethane waterproofing membrane.

USES

Planters▪ Between Slabs▪ Plazas and Pavers▪ Foundation Walls▪ Bridges and Tunnels▪

CHARACTERISTICS / ADVANTAGES

Easy Application▪ Applies on green and damp concrete▪ Can be applied horizontally and vertically▪ Alkali Resistant▪ Quick Re-coat time▪ Apply vertically up to 90 mils▪ Solvent Free▪ Meets the requirements of ASTM C 836▪ Ability to catalyze with water

Faster cure rate▪ Reduce chance of pinholes from concrete outgassing▪

PRODUCT INFORMATION

Packaging 5 gallon (18.9 liter) pail.

55 gallon drum,…